Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Textbook Question
Chapter 11, Problem 11.14QP
Getting measurements from Figure 11.20, determine approximate values of the following items for plain concrete, concrete with 2% steel fibers, and concrete with 3% steel fibers:
a. Modulus of elasticity
b. Ultimate strength
c. Strain at failure
d. Toughness. Curves may be approximated with a series of straight lines.
e. Comment on the effects of increasing the steel fiber content on items a, b, c, and d above.
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Problem 4a.
You test a concrete cylinder having a diameter of 6.00 in and a gauge length
of 12 in by applying compression forces. The results of your test are reported
in the table as load vs. contraction. Draw, by hand on engineering paper, a
stress-strain diagram using scales of:
1 in. = 0.5 ksi
lin. = 0.2 x 10"
g in.
From the dingram, determine approximately the Modulus of Elasticity.
Load (kip) Contraction (in)
0.0
0.0000
5.0
0.0006
9.5
0.0012
16.5
0.0020
20.5
0.0026
25.5
0.0034
30.0
0.0040
34.5
0.0045
38.5
0.0050
46.5
0.0062
50.0
0.0070
53.0
0.0075
Complete the table
Given the image below.
What is the maximum diameter of aggregate considering the
narrowest dimension of the beam in cm if the value of c is 40cm and
the value of e is 69cm?
slab
Oslab=10mm
Obeam=25™m
beam
b
e
Chapter 11 Solutions
Materials for Civil and Construction Engineers (4th Edition)
Ch. 11 - Prob. 11.1QPCh. 11 - Prob. 11.2QPCh. 11 - Prob. 11.3QPCh. 11 - Prob. 11.4QPCh. 11 - Prob. 11.5QPCh. 11 - Prob. 11.6QPCh. 11 - Prob. 11.7QPCh. 11 - Prob. 11.8QPCh. 11 - Prob. 11.9QPCh. 11 - What are the functions of aggregate used in...
Ch. 11 - Prob. 11.11QPCh. 11 - Prob. 11.12QPCh. 11 - What are the benefits of adding dispersed steel...Ch. 11 - Getting measurements from Figure 11.20, determine...Ch. 11 - Three 6 in. 12 in. concrete cylinders with...Ch. 11 - Prob. 11.16QPCh. 11 - Prob. 11.17QPCh. 11 - Prob. 11.18QPCh. 11 - Prob. 11.19QPCh. 11 - Prob. 11.20QPCh. 11 - Prob. 11.21QPCh. 11 - Prob. 11.22QPCh. 11 - Prob. 11.23QPCh. 11 - Prob. 11.24QPCh. 11 - Prob. 11.25QPCh. 11 - Prob. 11.26QPCh. 11 - Prob. 11.27QPCh. 11 - Prob. 11.28QPCh. 11 - Prob. 11.29QPCh. 11 - Prob. 11.30QPCh. 11 - A circular FRP composite rod with continuous and...
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